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HomeMy WebLinkAboutAgenda 09B_SD-19-12 SP-19-07_284 Meadowland DR_SBRC_FP_plans34234234234234SSETCETCETCETCGGGGGGGSSSWW WWWWWWSTSTSTSTSSSEXISTING 20'RECREATOINAL PATHEASEMENT200' OPEN SPACE BUFFERLOT 1LOT 28"D.I.370370~342343344341 340341 34033933858" CRF1" IPF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3363362361360360 359 359359359 358 358358358358357 357357357357356356356356356356355355355 355355354354354354354354353353353353353353 352352 352352351351 351351350350350 350349349349349 348348 348348348347347 347347 346346 346346346345345345345345344 344344344344344344344343343343343343343343343342342342342342342342342342342341341341EX. WOODSEX. WOODS34834835433354435435454335330037070370373600036033600606603603360360336360360360360363323623636262336236223623620037037703703373333336888683686836366366663663644364643643633222236236236262362362262226236268368368368364436436364643583835835855583583558353535835663565656563563535435454354352223522523522353303503535035034834833356563563535358835858358583553622333626236236443646464364363643636633666636636SNOW STORAGESNOW STORAGESNOWSTORAGESNOW STORAGE(4)GT(1)MX(5)SP(5)RA(7)TO(5)CS(5)JP(7)CS(4)MX(3)SP(7)TO(3)JV(3)JV(3)TC(3)JV(3)TC(2)GT(1)MX(5)RA(5)RARIVEMICRO POOLSTORMWATER POND374372366364368366364362350 346 348 354364366360362356368370352(3)JV(2)GT(3)GTSNOWSTORAGE34434443434434344443434443443433433344343347 4+346.4WGEGEGE3348VT3348)J)))(33334343483343434348344848CURBED ISLANDCURB(TYP.)CURB(TYP.)NO CURBNO CURBNO CURBNO CURBNO CURBCURB (TYP.)NOCURBCURB (TYP.)DACEDSMDSMMAB1" = 40'18213C2.103/21/2019LOCATION MAP1" = 2000'SITE LANDSCAPEPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT11689DET-L-004N.T.S.SHRUB PLANTING DETAILREVISED 03/02/2015DET-L-004 SHRUB PLANTINGPLANTING NOTES:1. EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMETER OF THE ROOTBALL ANDSAME DEPTH - NO DEEPER.2. REMOVE ALL STRING AND/OR WIRE WRAPPED AROUND TRUCK.3. REMOVE ALL STRAPS, ROPES, WIRE, AND/OR STRINGS USED TO LIFT THE ROOTBALL.4. REMOVE ALL BURLAP AND/OR WIRE FROM THE TOP OF THE ROOTBALL.5. TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE.DO NOT TOUCH THE ROOTFLARE OF THE TREEMULCH 3" DEPTHTILLED AND LOOSENEDNATIVE SOIL BACKFILLUNDISTURBED SOILCREATE A SOIL SAUCERWITH TOPSOILROOTBALLTILLED AND LOOSENEDNATIVE SOIL BACKFILL2 TIMES THE WIDTHOF THE ROOTBALLDET-L005N.T.S.TREE PLANTING DETAILREVISED 02/18/2015DET-L005 Tree PlaningPLANTING NOTES:1. EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMETER OF THE ROOTBALL ANDSAME DEPTH - NO DEEPER.2. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.3. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.4. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.5. TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE.2 - 2"x4" STAKE W/LONG TAPER MIN.18" INTOUNDISTURBED SOILUNDISTURBED SOILTILLED AND LOOSENEDNATIVE SOIL BACKFILLMULCH 3" DEPTHDO NOT TOUCH THE ROOTFLARE OF THE TREECREATE A SOIL SAUCERWITH TOPSOILROOTBALLTILLED AND LOOSENEDNATIVE SOIL BACKFILLSTAKE2 TIMES THE WIDTH OF THE ROOTBALLBOOSKACOMMERCIAL LLC410 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/03/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTSP:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213 - Site.dwg, 6/20/2019 12:16:16 PM RISER #212" PERF. HDPEUNDERDRAIN12" SOLID HDPEUNDERDRAINCLEANOUT(TYP.)RISER #16'x12' HYDRAULICINLET12" PERF. HDPEUNDERDRAIN342GRAVELWETLANDBAY 1GRAVELWETLANDBAY 2FOREBAYSSETCETCETCETCETCEG GGGGGGSSSW WWWWWWWSTSTSTSTSTSTEX. CBRIM=344.1'EX. CB#1RIM=342.7'INV.IN=338.4 (24"S)INV.IN=338.1 (18"W)INV.IN=339.7 (4"W)INV.OUT=337.7 (24"NE)EX. SMH#1RIM=344.4'INV.IN=335.5 (8"S)INV.IN=335.6 (8"NW)INV.OUT=335.4 (8"E)EX. SMHRIM=341.8'EX. E,T,C,CABINETS12" HDPEW/FESINV.=339.415" HDPE W/FESINV.=339.6EXISTINGTRANSFORMERSSSWEIGH SCALE (10'x70')ST ST FUTURE RECREATION PATHEX. BOLLARD(TYP.)24" HDPE4" PVC24" HDPE18" HDPE8" PVC8" PVC8" PVC 8" PVCST15" HDPEEXISTING 20'RECREATOINAL PATHEASEMENTEX. SMH#2RIM=343.5'INV.IN=336.2 (8"W)INV.OUT=336.2 (8"N)SUMP=335.7WWW200' OPEN SPACE BUFFERLOT 1LOT 28"D.I.370370~342343344341340 341340339338PROPOSED SWALEEXISTING BERM"AIRPORT APPROACH ZONE"50' REAR YARD SETBACK35' SIDE YARD SETBACK35' SIDE YARD SETBACK50' FRONT YARD SETBACK58" CRF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3363362361360360359359359359 358 358358358358357 357357357357356356356356356356355355355 355355354354354354354354353353353 353353353352352 352352351351 351351350 350350 350349 349349349 348348 348348348347347 347347 346346 346 346346345345345345345344 344344344344344344344343343343343343343343343342342342342342342342342342342341341341EX. WOODSEX. WOODS348354370360360362362370368366364362368364358356354352350348356358362364366SNOW STORAGESNOW STORAGESNOWSTORAGESNOW STORAGEAND DRIVEMICRO POOLSTORMWATER PONDFILL AREA TOEXTENDPLATEAU AREAEXISTINGPLATEAU AREA374372366364368366364362350 346 348354364366360362356368370352SNOWSTORAGE344STST30" HDPEINV.OUT=340.0INV.=340.0EX. CB#2RIM=342.8'INV.IN=338.9± (24" S)INV.IN=339.1 (4" NW)INV.OUT=338.6± (24" N)(SUMP FROZEN)(2) 30" HDPEINV.=342.2 F.E.S.S=0.05DRY POND12" PERF.HDPE12" PERF. HDPEUNDERDRAIN+346.48'TEMPORARY BENCHMARKNORTH TOP FLANGE BOLTELEV.=344.4STORMWATER NOTE:xCOORDINATE FINAL INVERT ANDGRADING REQUIREMENTS WITHENGINEER PRIOR TO CONSTRUCTION.xVERIFY COVER REQUIREMENTS OF ALLPIPES PRIOR TO CONSTRUCTION.STST34810" PVC10"x15" TEE5'5'CURBED ISLANDCURB(TYP.)CURB(TYP.)NO CURBNO CURBNO CURBNO CURBNO CURBCURB (TYP.)NOCURBCURB (TYP.)D6'-0" O.C.POSTSCONCRETE AS NEEDEDFINISHED ELEVATION1x6 RED CEDARINSTALLED WITH 12" GAP USE12' LENGTH BOARDS ANDSTAGGER JOINTS (TYP.)4x4 P.T. POSTSNOTES:x'GOOD' SIDE FENCING OPPOSITE BOOSKAxSTAINLESS STEEL ATTACHMENT AS NEEDEDxFINISHED WITH PENETRATING OIL FINISH48"±LEGENDACEGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEDSMDSMMAB1" = 40'18213C2.203/21/2019LOCATION MAP1" = 2000'SITE GRADINGAND DRAINAGEPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT116891. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION.THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED INACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TOTWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES ORRAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE ANDINSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALLPERMITTING REQUIREMENTS.GENERAL NOTESPROPOSED LIGHT POLEBOOSKACOMMERCIAL LLC410 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/31/19 DSM ADDED FENCE AT RETAINING WALLN.T.S.FENCE DETAIL06/03/19 DSM REVISIONS PER CITY COMMENTS06/13/19 DSM STORM REVISIONS PER CITY COMMENTS06/19/19 DSM REVISED BERM GRADING06/21/19 DSM REVISION PER CITY COMMENTS06/24/19 DSM REVISED OVERFLOW ELEVATIONP:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213 - Site.dwg, 6/24/2019 9:34:37 AM, mburke STSTSSSSSSSETCETCETCETC ETCWWG GGG GGW WW W W W W WW WSTSTSTSSWWWWWWWLOT 110" D.I. W A T E R M AIN 8"D.I.8" DISBRC PROPERTIES, LLC.358358357357 356356354354354353353352352351351349349349 348348348347347346346344344343STST(2) 30" HDPEINV.=342.2 F.E.S.S=0.05STSTLEGENDGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEACEDSMDSMMAB1" = 20'18213C2.2A03/21/2019LOCATION MAP1" = 2000'SITE GRADINGAND DRAINAGEPLANPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT116891. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION.THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED INACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TOTWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES ORRAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE ANDINSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALLPERMITTING REQUIREMENTS.GENERAL NOTESPROPOSED LIGHT POLEBOOSKACOMMERCIAL LLC410 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTSP:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213 - Site.dwg, 6/20/2019 12:16:26 PM SSETCETCETCETCGGGGGGGSSSWW WWWWWWSTSTSTSTEX. CBRIM=344.1'EX. CB#1RIM=342.7'INV.IN=338.4 (24"S)INV.IN=338.1 (18"W)INV.IN=339.7 (4"W)INV.OUT=337.7 (24"NE)EX. SMH#1RIM=344.4'INV.IN=335.5 (8"S)INV.IN=335.6 (8"NW)INV.OUT=335.4 (8"E)EX. SMHRIM=341.8'EX. E,T,C,CABINETS12" HDPEW/FESINV.=339.415" HDPE W/FESINV.=339.6EXISTINTRANSSSSEX. BOLLARD(TYP.)24" HDPE4" PVC24" HDPE18" HDPE8" PVC8" PVC8" PVC8" PVCEXISTING 20'RECREATOINAL PATHEASEMENTEX. SMH#2RIM=343.5'INV.IN=336.2 (8"W)INV.OUT=336.2 (8"N)SUMP=335.7200' OPEN SPACE BUFFERLOT 1LOT 28"D.I.~342343344341 340341 340339338EXISTING BERM58" CRF1" IPF10"8" PINE8" PINE8" PINE10"8"8"10" SNAG10" PINE16" WILLOW+345.4+344.3EX. WOODSEX. WOODSRIVEMICRO POOLSTORMWATER PONDPOTASH BROOKEX. CB#2RIM=342.8'INV.IN=338.9± (24" S)INV.IN=339.1 (4" NW)INV.OUT=338.6± (24" N)(SUMP FROZEN)1+001+50 2+002+503+004+00 4+27.39+346.48'TEMPORARY BENCHMARNORTH TOP FLANGE BOELEV.=344.4LEGENDGSTSTWUEPROPOSED CONTOUR100PROPOSED CURBPROPOSED PAVEMENTPROPOSED SWALEPROPOSED UNDERGROUND ELECTRICPROPOSED GASPROPOSED STORMPROPOSED GRAVITY SEWERPROPOSED TELEPHONEPROPOSED WATERDPROPOSED STORM MANHOLEPROPOSED CATCH BASINPROPOSED HYDRANTPROPOSED SHUT OFFPROPOSED SETBACK LINEPROPOSED PROPERTY LINEACEDSMDSMMAB1" = 40'18213C2.503/21/2019LOCATION MAP1" = 2000'TRUCK TURNINGWORKSHEETPROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT116891. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATEDUPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS AREAPPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALLDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION.2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED ORABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUNDUTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THEPROJECT.4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS ADIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE ANDOPERABLE FACILITIES AND UTILITIES.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALSINCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOPDRAWING APPROVAL IS GRANTED.9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THECONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS ANDANY LOCAL PUBLIC WORKS STANDARDS.10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE0.1 FEET.11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDEREDAS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN TOWN ROAD R.O.W. WITH TOWNAUTHORITIES.13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES INACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT ANAPPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THECONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ONTHE ITEM IN QUESTION.16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION.THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED INACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TOTWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICESINDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FORCOMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILEWHERE APPLICABLE.20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES ORRAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE ANDINSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALLPERMITTING REQUIREMENTS.GENERAL NOTESBOOSKACOMMERCIAL LLC410 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION06/21/19 DSM REVISION PER CITY COMMENTSP:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213 - Site.dwg, 6/20/2019 12:16:41 PM MABAS SHOWNC4.3STORMWATERMANAGEMENTFACILITY DETAILSACEDSMDSMLOCATION MAP1" = 2000'PROJECTLOCATIONSOUTHBURLINGTONREALTY CORP.WILLISTON,VERMONT89116BOOSKACOMMERCIAL LLC410 MEADOWLAND DRIVESOUTH BURLINGTONVERMONT03/21/201918213FLOW PATHINLET CULVERTHYDRAULIC INLETTYPE II STONE6'x12', I' DEPTHSINGLE LAYER OF WOVEN GEOTEXTILE FABRICBETWEEN RIPRAP AND PEASTONE LAYER ONLYSECONDARY HYDRAULIC INLETSLOTTED PIPE WITH SOLID CAPWRAP SECTION OF PIPE IN WETLANDSOIL LAYER WITH GEOTEXTILE FABRICTO PREVENT SOIL PIPINGPONDING ZONEWETLAND SOIL LAYERPEASTONE LAYER (38" STONE)GRAVEL LAYER (34" STONE)LOW PERMEABILITY SOILSi.c. <0.03ft/day OR USE LINERAT BOTTOM OF GRAVEL LAYERSEED MIX SHALL BE OBTAINED FROM THE FOLLOWING VENDOR, ORSUBSTITUTE SUBJECT TO ENGINEER APPROVALVERMONT WETLAND PLANT SUPPLY, LLCP.O. BOX 153ORWELL, VT 05760TELEPHONE: 802-948-2553FAX: 802-948-2522CELL: 802-989-4529DREDONDO@VERMONTWETLANDPLANTS.COMSEED MIX:BROADCAST "DETENTION BASIN/WET MEADOW SEED MIX" IN WETLANDAREAS COVERING BASE UP TO BERM HEIGHT AT A RATE OF 35 LBS PERACRS, 1 LB PER 1,200 S.F. BROADCAST TURF GRASS ALONG SLOPESOUTSIDE OF WETLANDS.SPECIES COMPOSITION:PANICUM VIRGATUM, ELYMUS VIRGINIOUS, FESTUCA RUBRA, CAREXVULPINOIDEA, CAREX SCOPARIA, SCIRPUS CYPERINUS, SCIRPUSATROVIRENS, BIDNES CERNUA, EUPATORIUM PERFOLIATUM,EUPATORIADELPHUS MACULATUS, JUNCUS EFFUSUS, ONCCLEASENSIBILIS, VERBENA HASTATA, SYMPHYOTRIOHUM NOVA-ANGLIAEA* WOODY VEGETATION MAY NOT BE PLANTED OR ALLOWED TO GROWON A DAM, WITHIN 15 FEET OF A DAM OR TOE OF THE EMBANKMENT,OR WITHIN 25 FEET OF A PRINCIPAL SPILLWAY OUTLET.WETLAND SOIL SHALL BE POORLY DRAINED SOIL WITH A MEDIANPARTICLE SIZE (D50) OF 0.15 MM AND IS A CLAY OR SILT LOAM IN THEUSDA SOIL TEXTURAL TRIANGLE.SURFACE INFILTRATION RATES OF WETLAND SOIL SHOULD BE SIMILARTO A LOW HYDRAULIC CONDUCTIVITY WETLAND SOIL (0.1-0.01 FT/DAY).WETLAND SOIL SHALL BE FREE OF CLAY CONTENTS IN EXCESS OF 15%,STONES, STUMPS, ROOTS, REFUSE, HARD DIRT, STIFF CLAY, OR OTHERSIMILAR OBJECTS LARGER THAN TWO INCHES. THE ORGANIC PORTIONSHALL CONSTITUTE 15-20% OF THE MIXTURE. ANIMAL OR POULTRYMANURE, AT ANY STAGE OF DECOMPOSITION, SHALL NOT BEACCEPTABLE.NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPEDWITHIN THE GRAVEL WETLAND AREA THAT MAY BE HARMFUL TO PLANTGROWTH, OR PROVE A HINDRANCE TO THE PLANTING ORMAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OFNOXIOUS WEEDS.ONSITE EXCAVATED SOIL MATERIALS MAY BE ACCEPTABLE PROVINGSPECIFICATIONS ARE MET.THE PROPOSED PARTICLE SIZE DISTRIBUTION (PSD) FOR WETLAND SOIL ISAS FOLLOWS:GRANULAR SOIL SHALL CONSTITUTE 80% - 85% OF THE TOTAL WETLANDSOIL MIXTURE, AND SHALL MEET THE FOLLOWING GRADATION:SIEVE SIZE (IN.)PERCENTAGE PASSING BY WEIGHTNO. 16 100%NO. 40 85-100%NO. 60 40-100%NO. 200 5-10%05/01/19 DSM LOCAL FINAL SUBMITTAL REVISED05/07/19 DSM STORMWATER LAYOUT REVISION05/20/19 DSM REVISION PER CITY COMMENTS06/03/19 DSM REVISION PER CITY COMMENTS06/21/19 DSM REVISION PER CITY COMMENTSP:\AutoCADD Projects\2018\18213\1-CADD Files-\dwg\18213-DETAILS.dwg, 6/20/2019 12:18:16 PM 180'40'37'-9"45'-3"36'-6"20'-6"20'142'40'-6"40'-6"20'-6"MATERIALPRODUCTTRADENAMEMODELNUMBER 18'-1012"22'-712"18'-3"103Office 3165 sf104Office 4165 sf108Office 5251 sf109Office 6166 sf110Office 7165 sf113Janitor50 sf116Break/TrainingRoom654 sf13524678910ABCFHMNP8 x 10 OHD8 x 10 OHD12 x 14 OHDFLOOR PLAN 25,560 SFMEZZANINE FLOOR PLAN 4350 SF119Storage Area24'-0" clear height6" concrete floor21074 sf111Office 8250 sf114CommServer80 sfUp106Toilet59.5 sf105Toilet60 sfMATERIALPRODUCTTRADENAMEMODELNUMBER MATERIALPRODUCTTRADENAMEMODELNUMBER ref6' Canopy Roofref45 Min Fire Rated45 Min Fire RatedPrintfaxcopySales2Sales118'15'14'14'20'UpDown45 Mi n F i r e R a t e d45 Min Fire RatedUp200Mezzanine Floorel. 11'-8" AFF125 PSF live load4382 sq ft1 HR rated walls1 HR rated walls25'25'21'27'-6"25'18'-6"2' Concrete encasementto 4' AAF Mezzanine support columnsfirst floor only Structural column to roofTwo Outlets, truck heatersDEGIJKLO7.3100Utilities128 sf107Coffee130 sf112Hallway574 sf118Stairs141.5 sf4' Canopy Roof42" highcounter102Reception/Sales274 sf121Closet39 sf101Lobby280 sf Ladder to roof3670 GL Dr RA117Toilet72 sf115Wood Shop402 sf120Bike storage58 sf4070 GL Dr366812 lockers File NameSheet NumberA 100Sheet 1 of 1Sheet TitleFloor Plan&MezzanineDated: June 3, 2019Scale: 332" = 1'-0"Drawn: W. ADAMSProject NameRevisionsOwner's NameUseDistributionSketch/ConceptPreliminaryFinal PlanPermitsFor ConstructionAs BuiltDate RevisionBooska MoversLot 1 AMeadowlandBusiness ParkBooska Commercial LLC180 Flynn AveBurlington, VT 05401120storagerrBike storage58 sfSecure Long Term Bicycle Storage room for two (2) bicycles that allows secure locking of the frame and wheel and supports a bicycle upright with one (1) locakable clothes locker with the following minimum dimensions: 12” wide, 18” deep, 36” high. (Lockers do not need to be in same place as bicycle storage but are shown here in the same room). MEMO RSG 55 Railroad Row, White River Junction, Vermont 05001 www.rsginc.com TO: David Shenk FROM: Eddie Duncan, INCE Bd. Cert. DATE: June 19, 2019 SUBJECT: Truck Noise Analysis of Proposed Operation at Meadowlands Business Park Booska Worldwide Moving (“Booska Movers”) is proposing a new facility at the Meadowlands Business Park in South Burlington, Vermont. In preparation for permitting, RSG was retained to assess the potential noise impacts due to on-site trucks at the proposed facility. This memorandum provides a summary of that analysis including: • A description of the site and operation, • Sound level limits from the South Burlington Land Development Regulations, • Sound propagation modeling methods and results, and • Conclusions. Project Description Booska Movers is a moving company with a facility on Flynn Avenue in Burlington. The proposed new facility will be located on the south side of Meadowland Drive, north of Knoll Circle in South Burlington. The facility includes the construction of an approximate 25,000 square foot building, and parking lot with parking available for straight box trucks and a few tractor trailer trucks. The primary source of sound from the site will be trucks arriving and leaving from the site, and brief periods of idling. Booska Movers currently operates ten straight box trucks and three tractor trailers. The tractor trailers are only in Vermont for about four months and having all three trucks on site at once is infrequent. This is due to the tractor trailers being used primarily for long-hauls during the summer moving season. The typical operation would involve trucks starting up between 7:30 and 7:45, leaving the site, and then arriving back to the site generally between 4:00 and 5:00 PM, but some trucks may arrive back earlier or later. In the morning before the trucks leave, they will start up and idle briefly. The straight box trucks will idle for about three minutes while the tractor trailers have auxiliary power units (APUs) and will only idle for about one minute before the APUs take over. 2 Truck movement at the site will occur in a clockwise orientation. Trucks will leave around the east side of the building and exit on the north end of the site. When arriving back to the site, the straight box trucks will drive around the west and south sides of the site to park on the east side of the building, and the tractor trailers will drive around the west side of the building to park on the south side of the site. The area along Meadowland Drive is zoned1 as “Industrial & Open Space.” The proposed site abuts an area that is zoned as “Neighborhood Residential” to the south. The closest residences are on Knoll Circle between 500 and 550 feet south of the proposed building. The proposed facility includes the construction of a berm between the proposed parking area and the residences to the south. The berm varies in height between 10 and 20 feet. The berm will help to mitigate sound as it propagates southward from the site. A map of the site is provided in the Sound Propagation Modeling Section in Figure 1 on page 5. Sound Level Limits Sound level limits are set in Appendix A of the South Burlington Land Development Regulations. Specific sound level limits are defined in Section A.3(b)(ii) which states: It shall be a violation of these Regulations for any property owner to create or allow the creation of noise in excess of the following stated limits in the City during the hours of 12:00 AM and 8:00 AM: a. 45 dBA based on a one-hour average measured at any point where the property on which the noise emanates adjoins any property used for residential purposes. b. 60 dBA based on a one-hour average measured at any point where the property on which the noise emanates adjoins any property used for commercial purposes. These are the limits that are assessed in this analysis. While the sound level limits could be interpreted to only apply during the hour of 12:00 AM to 1:00 AM and 8:00 AM to 9:00 AM with the way it is currently written, the intent was likely to set nighttime limits between the hours of 12:00 AM and 8:00 AM, and that is how the limit has been applied in this analysis. Sound Propagation Modeling Model Methodology Modeling for the project was completed using the International Standards Organization ISO 9613-2 standard, “Acoustics – Attenuation of sound during propagation outdoors, 1 Zoning Map, South Burlington, VT, April 11, 2016 3 Part 2: General Method of Calculation,” as implemented in the Cadna A acoustical modeling software. The ISO standard states, This part of ISO 9613 specifies an engineering method for calculating the attenuation of sound during propagation outdoors in order to predict the levels of environmental noise at a distance from a variety of sources. The method predicts the equivalent continuous A-weighted sound pressure level … under meteorological conditions favorable to propagation from sources of known sound emissions. These conditions are for downwind propagation … or, equivalently, propagation under a well-developed moderate ground-based temperature inversion, such as commonly occurs at night. The model takes into account source sound power levels, surface reflection and absorption, atmospheric absorption, geometric divergence, meteorological conditions, walls, barriers, berms, and terrain. Cadna A is an internationally accepted acoustical model, used by many other noise control professionals in the United States and abroad. It has also been accepted for many years as a reliable noise modeling methodology by Act 250 commissions, the former Environmental Board, the Vermont Superior Court Environmental Division, and the Vermont Supreme Court. Spectral ground attenuation was used with a ground factor set to hard ground (G=0) on the paved areas of the proposed site and adjacent sites, and porous ground (G=1) offsite. Standard ISO 9613-2 modeling procedure assumes that all receivers are downwind of the sources. The proposed building and adjacent commercial buildings were modeled as reflective. A 5-meter by 5-meter (16-foot by 16-foot) grid of 1.5 meter (5 foot) high receivers was set up in the model, covering approximately 65 acres around the site. A receiver is a point above the ground at which the computer model calculates a sound level. In addition, 20 discrete receivers at a height of 4 meters (13 feet) were modeled at nearby residences. RSG conducted sound level measurements of trucks at Booska Movers existing facility on April 10, 2019, and from those measurements, calculated the sound power levels which were used in the sound propagation model. The average sound power levels (Leq) of a straight box truck and tractor trailer truck idling are provided in Table 1. Unweighted sound power levels (dBZ) are provided for each full octave band center frequency, and the A-weighted and unweighted overall sound power levels are also provided. 4 TABLE 1: SOUND POWER LEVELS (dBZ) OF BOOSKA MOVER TRUCKS SOURCE 1/1 OCTAVE BAND CENTER FREQUENCY (HZ) OVERALL SOUND POWER LEVEL 31.5 63 125 250 500 1000 2000 4000 8000 dBA dBZ Tractor Trailer Idle 95 92 89 86 89 91 90 86 80 96 100 Straight Truck Idle 99 93 91 86 88 92 92 88 80 97 102 The most sources would operate at the site between 7:30 AM and 8:00 AM when trucks would start-up, idle briefly, and then leave the site. For times when tractor trailers are located at the site, they could start-up in their parking spot on the southside of the building, drive around to the east side of the building, back-up into one of the truck bays, and when they are ready to leave, pull out and exit the site to the north. To model the one-hour average sound level from the site that could occur between 7:00 AM and 8:00 AM, Table 2 and Figure 1 shows the sources that were included in the model. TABLE 2: LIST OF MODELED MORNING (7:00 AM TO 8:00 AM) SOUND SOURCES2 SOURCES LOCATION OPERATING TIME SOUND POWER LEVEL (dBA) Tractor Trailer 1 Idle South Parking Lot 1 minute 96 Tractor Trailer 2 Idle South Parking Lot 1 minute 96 Tractor Trailer 1 Idle East Side of Building 1 minute 96 Tractor Trailer 2 Idle East Side of Building 1 minute 96 Straight Truck 1 Idle East Side of Building 3 minutes 97 Straight Truck 2 Idle East Side of Building 3 minutes 97 Straight Truck 3 Idle East Side of Building 3 minutes 97 Straight Truck 4 Idle East Side of Building 3 minutes 97 Straight Truck 5 Idle East Side of Building 3 minutes 97 Straight Truck 6 Idle East Side of Building 3 minutes 97 Straight Truck 7 Idle East Side of Building 3 minutes 97 Straight Truck 8 Idle East Side of Building 3 minutes 97 2 Tractor Trailers Exiting South to East to North 1 minute 115 8 Straight Trucks Exiting East to North 40 seconds 109 2 The sound power levels of trucks idling were calculated from sound levels monitored on April 10, 2019 and reported in Table 1. The sound power levels of trucks driving on site are standard noise emission values from the Federal Highway Administration for medium and heavy trucks. 5 FIGURE 1: SITE MAP SHOWING THE LOCATION OF MODELED SOURCES Model Results A map of the modeled one-hour equivalent sound levels (Leq1-hr) from trucks operating at the proposed site from 7:30 AM to 8:00 AM is provided in Figure 2. The map shows sound level isolines throughout the area and on top of nearby residences are the modeled sound levels for that location. As shown in Figure 2, the modeled sound level at adjacent residential properties is 45 dBA or less. The highest modeled sound level at a residential property line is 45 dBA (shown as the orange isoline in Figure 2) which occurs on the southeast corner of the proposed site. 6 FIGURE 2: MAP OF SOUND LEVEL MODELING RESULTS Conclusions Sound levels from morning truck activity from a proposed moving facility on Meadowland Drive in South Burlington were modeled throughout the surrounding area including at nearby residences on Knoll Circle. Projected one-hour equivalent sound levels (Leq1-hr) at nearby residences are less than the 45 dBA nighttime limit in the South Burlington Land Development Regulations. This is due, in part, to the proposed berm on the south side of the proposed facility. Given the information presented in this memorandum, we conclude 7 that trucks can operate at the proposed facility in such a way as to not exceed the sound level limits in the South Burlington Land Development Regulations.